|Publication number||US3953145 A|
|Application number||US 05/557,572|
|Publication date||Apr 27, 1976|
|Filing date||Mar 12, 1975|
|Priority date||Jul 11, 1973|
|Publication number||05557572, 557572, US 3953145 A, US 3953145A, US-A-3953145, US3953145 A, US3953145A|
|Inventors||Ted L. Teach|
|Original Assignee||Laserplane Corporation|
|Export Citation||BiBTeX, EndNote, RefMan|
|Patent Citations (2), Referenced by (66), Classifications (13), Legal Events (3)|
|External Links: USPTO, USPTO Assignment, Espacenet|
This application constitutes a continuation-in-part of my application Ser. No. 378,171 filed July 11, 1973, now U.S. Pat. No. 3,873,226.
In U.S. Pat. No. 3,588,249 and 3,494,426, to Robert H. Studebaker, there is described apparatus for maintaining a predetermined vertical relationship between the elevation of the working tool of an earthworking machine and a fixed horizontal reference plane. As described in the aforesaid Studebaker patents, such apparatus comprises a laser beam generating device remote from the machine which periodically sweeps a laser beam along a multitude of paths lying in said horizontal reference plane, and a servo system, including a laser beam receiver carried by the machine, for sensing the height of the laser beam plane and for raising or lowering the elevation of the earth-engaging tool to maintain a predetermined difference between the tool and the laser beam reference plane. To change the predetermined relationship between the laser beam reference plane and the tool of the earthworking machine along the path of travel of the machine according to the teachings of the aforesaid Studebaker patents, for example, to increase or decrease the elevation of a roadbed being graded at predetermined locations, and to thereby establish grade breaks or vertical curves, it was necessary to manually locate each of such predetermined locations by conventional surveying techniques and then to manually re-set the servo system of the machine as it reached each such location. This, of course, involved considerable work and expense, especially in regard to road paving machines where grade specifications are normally considerably more narrow than in the case of earth grading machines, and this requirement has heretofore substantially impeded the application of the laser plane control system to both grading and road paving systems.
In accordance with the disclosure of my aforesaid copending application Ser. No. 378,171, however, it has been found that the laser plane elevation control system of the aforesaid Studebaker patent can be successfully and economically applied to road paving machines, as well as to earth working machines, and without the need to establish, by manual surveying techniques during the operation, the elevation of a very great number of locations very closely spaced to one another along the length of the road being paved in order to generate grade breaks or vertical curves within acceptable standards.
In accordance with the disclosure of my aforesaid copending application Ser. No. 378,171, any earthworking machine, and particularly a road paving machine, may be provided with a coil or reel of tape which is unwound onto the earth surface being worked or the new pavement being laid, as the machine moves along its intended path of travel. This tape is provided with periodically spaced indicia which indicates the distance travelled by the machine and the desired elevation at each point along the machine path where an elevation change is desired. The machine is provided with a servo system that includes a tape reader for reading the indicia on the tape and for changing the predetermined distance between the laser plane and the elevation of the earthworking tool, or the pavement distributor of a paving machine, which is then established by the laser beam transmitter.
A minor disadvantage of the aforedescribed system is the fact that a reel of tape must be prepared which is equally as long as the path of travel of the earthworking or road paving machine. When working on relatively flat, straight sections of a road, many feet of tape may be dispensed without there being any necessity for changing the elevational setting of the tool of the earthworking machine or the height of the distributor of the paving machine. Additionally, while my previous invention provided for a visual comparison of the height of the tool as called for by the indicia on the tape, with the actual height of the tool as mechanically measured, the possibility of the operator not visually noticing when a departure occurs between two such indicia permits undetected errors to persist, hence indicating the desirability of an automatic alarm system which will be actuated whenever there is a difference between the actual height and the desired height of the earthworking tool or the distributor of the paving machine.
Accordingly, it is an object of the present invention to provide an improved elevation control system for the tool of an earthworking machine or the paving distributor of a paving machine. More particularly, it is an object of the present invention to provide a height-controlling system based on the combination of a laser beam and a tape carrying indicia for accurately controling the elevation of the earthworking tool of an earthworking machine or the distributor of a paving machine in accordance with a predetermined plan as developed in advance by the surveyors or engineers on a particular project.
A particular object of the invention is to provide a laser beam actuated control system for normally controlling the elevation of the earthworking tool of an earthworking machine or the distributor of a paving machine with respect to a laser beam reference plane, and changing such height only at predetermined points along the planned path of the earthworking machine or the paving machine according to indicia that are applied to a tape which is intermittently moved past a reading station in response to the travel of the machine along the planned path to the next one of said predetermined points.
Other objects and advantages of the invention will become apparent to those skilled in the art from the following detailed description, taken in conjunction with the annexed sheets of drawings.
FIG. 1 is a perspective view of a self-propelled type of bituminous paving machine incorporating a control system in accordance with the present invention for its paving distributor;
FIG. 2 is a fragmentary plan view of a typical portion of the tape utilized to control the elevation of the distributor of the paving machine of FIG. 1 in accordance with the present invention;
FIG. 3 is a schematic view of the control system of the paving machine incorporating this invention;
FIG. 4 is a schematic view of a modified control system for controlling the paving machine in accordance with this invention; and
FIG. 5 is a fragmentary plan view of the tape used in the system of FIG. 4.
While not limited thereto, the present invention will be described in connection with the control of the height of the distributor of a paving machine, but it should be distinctly understood that the principles of the invention are equally applicable to the control of the tool of an earthworking machine, such as the blade of a grader, the pan of a scraper, or any other type of tool where frequent changes in the elevation of the earthworking tool may be required along the path of the machine, or where the pitch of the tool must be varied in order to impart a tilt in the vertical plane of the earch surface after passage of the machine thereover. Also, it should be understood that while the invention will be first described solely in connection with moving the entire distributor of a paving machine, or similarly, the entire earthworking tool of an earthworking machine, merely by duplicating the system and applying a control system to each lateral end of the paving distributor or the earthworking tool, the vertical elevation of one end of the tool relative to the other may be varied at will to provide any desired vertical tilt of the resulting pavement being laid or earth surface being graded.
Referring to FIG. 1, the control system of the present invention is illustrated as applied to a bituminous paving machine, shown generally at 11. For purposes of illustration, paving machine 11 may be considered to be of the self-powered type manufactured by the Construction Equipment Division of Blaw-Knox Company under the designation PF-220, except as is otherwise hereinafter specifically described. Paving machine 11 is shown as receiving a fresh load of bituminous paving material in a hopper portion 11a at its front end from a conventional dump truck 12, shown fragmentarily. A thin laterally extending layer of bituminous paving material 13 is applied to the road bed by one or more generally laterally extending pavement distributors, here shown as a single distributor 14 which desirably is slightly tilted in a vertical plane so that the resulting pavement slopes at a slight angle as it extends from the center of the road toward the edge, in order to properly crown the road for the drainage of water therefrom.
Since the bed of the road being paved is generally not graded to elevation specifications as stringent as those to which the road must be paved, variations in grading are overcome by making the vertical elevation of distributor 14 adjustable relative to the road bed, to apply paving material thereto in varying depth as the paving machine moves along its intended path of travel. Vertical adjustability of distributor 14 is accomplished by mounting same at the load ends of first class lever arms 15 and 15', the other or force end of which is connected to the end of the cylinder rod of hydraulic cylinders 16 respectively. Hydraulic fluid is controllably admitted under pressure to either side of the pistons of cylinders 16 to raise or lower the force end of arms 15 and 15' to thereby lower or raise the load end thereof.
As is explained in the aforesaid Studebaker U.S. Pat. No. 3,588,249, and also in U.S. Pat. No. 3,494,426, to Robert H. Studebaker, the control of hydraulic fluid to and from hydraulic cylinders 16 to maintain distributor 14 at a predetermined elevation may be controlled by a control system which senses the elevation of a reference plane through which a laser beam is periodically swept. To that end, machine 11 is provided with a vertically extending laser beam receiving device 17 which may be of the type described in my prior U.S. Pat. No. 3,825,808. If the tilt of distributor 14 is to be varied for a curve, a second beam-receiving device 17' is also provided.
Typically, a laser beam receiving device of such a type is capable of adjustment in elevation, relative to the elevation of one end of the pavement distributor, in increments of 0.01 feet over a total range of adjustment of 5 feet, there thereby being 500 different predetermined relasionships between the elevations of the laser beam receiver and the controlled pavement distributor which can be selected by the operator. See, for example, the receiver and mast disclosed in Studebaker U.S. Pat. No. 3,494,426. This fact can be used to advantage to automatically control the grade of the paved surface at a non-horizontal angle, or an angle which is not parallel to the plane along which the laser beam is projected, by providing means to automatically select a different one of the 500 of such predetermined relationships as the machine travels to each of a plurality of different points along its planned path of travel from a known starting location. These various points where elevational changes in the height of the working tool, or portion thereof, is required can be spotted on the master survey or plan for the particular operation. Each change in elevation is then transferred to a flexible tape 19, which is normally held in a rolled position on the machine by a tape reel 18, and is intermittently pulled past a reading station of a reader 25 by a feeding roll 21. Referring more particularly to FIG. 2, it will be seen that a typical tape has a series of equally spaced holes 19a along one of its edges to provide for positive actuation of the tape by the feeding mechanism 21. According to this invention, the tape bears two distinct sets of indicia 22a and 22b. The indicia 22a indicate the distance from one point along the planned path of travel of the machine to the next point at which a change in elevation of a portion of the paving distributor or earthworking tool is required. The indicia 22b indicates the magnitude and direction of the change in elevation to be accomplished when the machine reaches such predetermined point. The two sets of indicia 22a and 22b are equally spaced along the tape, and the feeding mechanism 21 is periodically actuated to move the tape by a distance equal to the spacing between the successive sets of indicia by a stepping motor 23 which, in turn, is periodically actuated in response to the distance travelled by the machine 10 through a control mechanism 24a governed by a ground-engaging wheel 24 and flexible cable 24b. Indicia 22a and 22b may comprise any conventional binary code series of punched holes, as described in more detail in my aforesaid copending application Ser. No. 378,171.
The remainder of the control circuit, housed in panel 1, is substantially identical to that described in my aforesaid copending application. At the start of the paving operation, the tape is pulled through reader 25 and is positioned with the indicia 22b corresponding to the starting point of the machine being located at the reader station. Hence indicia 22b will indicate the desired elevation of the paving distributor 14 at that point. More significantly, the starting indicia 22a indicates to the tape reader 25 the distance that the machine must travel along its planned path before any change in elevation of the distributor 14 is required.
Tape reader 25 will read indicia 22b and deliver the height information provided by such indicia in binary code to a memory circuit 26. The memory circuit 26, in turn, activates a driver 27 which is operatively connected to an electronic digital display panel 28. At the same time, the position of the vertically adjustable laser beam receiver 17 is mechanically sensed and is indicated on a mechanical counter 29 with a digital display, preferably mounted closely adjacent electronic digital display 28 at the operator's station so that equivalent readings on the two devices can be quickly verified by a glance.
As the paving machine 11 moves along its intended path of travel, it will reach the first point where it is desired to effect an elevation change, changes usually being made in increments of 0.01 feet, for the type of laser beam receivers heretofore described.
At this point, a pulse will be delivered by the distance measuring mechanism 24a to the tape feeder or dispenser 21 and cause the tape to be advanced by the incremental distance between the sets of binary code indicia 22a and 22b so that a new set of indicia are positioned opposite the reader's station of the reader 25. Assuming that the instructions of the binary set 22b are different than that which was previously utilized in the control circuit, these new instructions are read by the reader 25 and the information is simultaneously passed to memory circuit 26 and to a comparator circuit 31. The comparator circuit will sense that the desired position is greater or less than that indicated by the information stored in the memory circuit and will then feed a signal to the "up" circuit 32, or to the "down" circuit 33, which will instruct the control box 34 to raise or lower, respectively, the laser beam receiver 17 by one increment by energizing cylinders 16. This also results in a raising or lowering of the height of the distributor 14 by the same increment. At the same time, "up" circuit 32 or "down" circuit 33, as the case may be, will cause a strobe 35 to erase the information stored in memory circuit 26 and will replace it with information as to the new elevation which is desired for the working tool or pavement distributor 14. Mechanical counter 29 will also have its digital reading correspondingly changed to show the new elevation and mechanical counter 29 and electronic digital display 28 must now each indicate the same new elevation. In case of any differences, a comparator 36 is actuated to operate an audible alarm 37, thus immediately calling the operator's attention to the discrepancy and giving him the opportunity to stop the machine and prevent further operations until the cause of the discrepancy is determined.
As previously mentioned, if it is desired to change the tilt of the paving distributor 14 or the tool of an earthworking machine, then it is only necessary to duplicate the control panel 1, here schematically shown as 1', and provide a vertically actuated laser beam receiving mast 17 and 17' respectively for each lateral end of the paving distributor 14 or the earthworking tool of the earthworking machine. In such case, the tape 22' (FIG. 5) employed would be of increased width, as indicated in FIG. 5, because an additional set of indicia 22c would have to be provided for separate control of each of the cylinders 16 and laser beam receiving masts 17 and 17'. The additional control system would then be housed in a panel 1', and the complete system would be as schematically illustrated in FIG. 4, wherein the same control and indicating elements would be provided as in control panel 1 to separately control the height of each end of the paving distributor 14 or the earthworking tool of an earthworking machine.
It should therefore be understood that the phrase employed in the claims of "controlling the height of a portion of an earthworking tool" is deliberately intended to include the system shown in FIG. 3, in which the entire tool or paving distributor is moved vertically, as well as the system shown in FIG. 4 where both ends of the working tool or paving distributor are separately moved in response to the indicia carried by the tape 22'.
The best mode known to me to carry out this invention has been described above in terms sufficiently full, clear, concise, and exact so as to enable any person skilled in the art to make and use the same. It is to be understood, however, that it is within my contemplation that certain modifications of the above-described mode of practice of the invention can be made without departing from the scope of the invention, and it is desired to limit the invention only in accordance with the appended claims.
|Cited Patent||Filing date||Publication date||Applicant||Title|
|US3604512 *||Sep 16, 1969||Sep 14, 1971||Caterpillar Tractor Co||Electrooptical control system for vehicles|
|US3791452 *||Mar 17, 1971||Feb 12, 1974||Grad Line||Control system for road grader|
|Citing Patent||Filing date||Publication date||Applicant||Title|
|US4402368 *||Dec 1, 1977||Sep 6, 1983||Frank Moberly||Earth scraper and ground support therefor|
|US4473319 *||Apr 27, 1982||Sep 25, 1984||Surface Dynamics Inc.||Controlled resurfacing of roads and the like|
|US4655633 *||Sep 23, 1985||Apr 7, 1987||David W. Somero||Screeding apparatus and method|
|US4752156 *||Jan 27, 1987||Jun 21, 1988||Owens Joe M||Laser-guided portable screed|
|US4854769 *||Feb 16, 1988||Aug 8, 1989||Kajima Corporation||System for paving inclined and/or curved surfaces|
|US4861189 *||Nov 23, 1988||Aug 29, 1989||Kajima Corporation||System for paving inclined and/or curved surfaces|
|US4907915 *||Apr 25, 1989||Mar 13, 1990||Glasstech, Inc.||Template for installing photovoltaic panel assembly and method|
|US4930935 *||Dec 29, 1988||Jun 5, 1990||David W. Somero||Screeding apparatus and method|
|US4978246 *||Jul 18, 1989||Dec 18, 1990||Quenzi Philip J||Apparatus and method for controlling laser guided machines|
|US5005652 *||Feb 14, 1990||Apr 9, 1991||John Kelly (Lasers) Limited||Method of producing a contoured work surface|
|US5039249 *||Aug 18, 1989||Aug 13, 1991||Hansen Joel D||Apparatus for screening and trowelling concrete|
|US5044820 *||Mar 13, 1990||Sep 3, 1991||Abg-Werke Gmbh||Road-finishing apparatus with improved control over laying beam|
|US5052854 *||Apr 19, 1990||Oct 1, 1991||Sfo Enterprises||Highway guidance vehicle systems|
|US5129803 *||May 23, 1989||Jul 14, 1992||Shimizu Construction Co., Ltd.||Concrete leveling machine|
|US5152329 *||Jul 11, 1990||Oct 6, 1992||Browne Milton P||Surface levelling device and method|
|US5174385 *||Sep 14, 1989||Dec 29, 1992||Kabushiki Kaisha Komatsu Seisakusho||Blade control system for bulldozer|
|US5288167 *||Oct 29, 1992||Feb 22, 1994||Laserdot||Laser beam guidance device for civil engineering/earthmoving plant|
|US5375663 *||Apr 1, 1993||Dec 27, 1994||Spectra-Physics Laserplane, Inc.||Earthmoving apparatus and method for grading land providing continuous resurveying|
|US5951612 *||Jul 26, 1996||Sep 14, 1999||Caterpillar Inc.||Method and apparatus for determining the attitude of an implement|
|US6168348 *||Jan 16, 1998||Jan 2, 2001||Southern Laser, Inc.||Bi-directional surface leveling system|
|US6203244||Jan 15, 1999||Mar 20, 2001||Van-Boh Systems, Inc.||Screeding apparatus|
|US6227761 *||Oct 27, 1998||May 8, 2001||Delaware Capital Formation, Inc.||Apparatus and method for three-dimensional contouring|
|US6530721 *||Jan 19, 2001||Mar 11, 2003||Trimble Navigation Limited||Method for control system setup|
|US6672797 *||Jan 27, 2000||Jan 6, 2004||Trimble Navigation Limited||Linear transducer arrangement|
|US7044681||Mar 19, 2004||May 16, 2006||Somero Enterprises, Inc.||Apparatus and method for improving the control of a concrete screed head assembly|
|US7144191||Jan 21, 2005||Dec 5, 2006||Somero Enterprises, Inc.||Apparatus and method for three-dimensional contouring|
|US7175363||Apr 14, 2006||Feb 13, 2007||Somero Enterprises, Inc.||Apparatus and method for improving the control of a concrete screed head assembly|
|US7195423||Jul 26, 2005||Mar 27, 2007||Somero Enterprises, Inc.||Powered strike-off plow|
|US7246456 *||Feb 18, 2004||Jul 24, 2007||Caterpillar Trimble Control Technologies Llc||Linked mode for a multi-axis machine control|
|US7311466||Jul 6, 2005||Dec 25, 2007||Somero Enterprises, Inc.||Apparatus and method for subgrade preparation|
|US7396186||Feb 9, 2007||Jul 8, 2008||Somero Enterprises, Inc.||Apparatus for improving the control of a concrete screed head assembly|
|US7399139||Jul 21, 2005||Jul 15, 2008||Somero Enterprises, Inc.||Apparatus and method for three-dimensional contouring|
|US7407339||Feb 13, 2007||Aug 5, 2008||Somero Enterprises, Inc.||Powered strike-off plow|
|US7559718||Oct 28, 2003||Jul 14, 2009||Trimble Navigation Limited||Transducer arrangement|
|US7677834||Jul 1, 2008||Mar 16, 2010||Somero Enterprises, Inc.||Apparatus and method for improving control of a concrete screed head assembly|
|US7854565||Aug 5, 2008||Dec 21, 2010||Somero Enterprises, Inc.||Method of establishing a desired grade of an uncured concrete surface|
|US8033751 *||Oct 8, 2009||Oct 11, 2011||Caterpillar Trimble Control Technologies Llc||Gyro compensated inclinometer for cross slope control of concrete screed|
|US8038365||Mar 16, 2010||Oct 18, 2011||Somero Enterprises, Inc.||Apparatus and method for improving the control of a concrete screed head assembly|
|US8038366||Nov 22, 2010||Oct 18, 2011||Somero Enterprises, Inc.||Wheeled concrete screeding device|
|US8337118 *||Mar 15, 2010||Dec 25, 2012||Joseph Vögele AG||Road finisher|
|US20030161684 *||Jun 17, 2002||Aug 28, 2003||Quenzi Philip J.||Apparatus and method for subgrade preparation|
|US20040086337 *||Oct 28, 2003||May 6, 2004||Zachman Mark E.||Transducer arrangement|
|US20040190991 *||Mar 19, 2004||Sep 30, 2004||Quenzi Philip J.||Apparatus and method for improving the control of a concrete screed head assembly|
|US20050147467 *||Jan 21, 2005||Jul 7, 2005||Delaware Capital Formation, Inc., a corporation of the State of Delaware||Apparatus and method for three-dimensional contouring|
|US20050163565 *||Jan 27, 2005||Jul 28, 2005||Quenzi Philip J.||Concrete-chute strike-off device|
|US20050194163 *||Feb 18, 2004||Sep 8, 2005||Wray Albert A.||Linked mode for a multi-axis machine control|
|US20050265785 *||Jul 21, 2005||Dec 1, 2005||Delaware Capital Formation, Inc.||Apparatus and method for three-dimensional contouring|
|US20060008323 *||Jul 6, 2005||Jan 12, 2006||Torvinen Jeffrey W||Apparatus and method for subgrade preparation|
|US20060018715 *||Jul 26, 2005||Jan 26, 2006||Halonen Philip D||Powered strike-off plow|
|US20070090203 *||Oct 24, 2006||Apr 26, 2007||Quenzi Philip J||Wheeled concrete supply hose moving device|
|US20070127985 *||Feb 13, 2007||Jun 7, 2007||Somero Enterprises, Inc.||Powered strike-off plow|
|US20070140792 *||Feb 9, 2007||Jun 21, 2007||Somero Enterprises, Inc.||Apparatus and method for improving the control of a concrete screed head assembly|
|US20080267708 *||Jul 1, 2008||Oct 30, 2008||Somero Enterprises, Inc.||Apparatus and method for improving control of a concrete screed head assembly|
|US20090028641 *||Aug 5, 2008||Jan 29, 2009||Somero Enterprises, Inc.||Method of establishing a desired grade of an uncured concrete surface|
|US20100129152 *||Nov 25, 2008||May 27, 2010||Trimble Navigation Limited||Method of covering an area with a layer of compressible material|
|US20100172695 *||Mar 16, 2010||Jul 8, 2010||Somero Enterprises, Inc.||Apparatus and method for improving the conrol of a concrete screed head assembly|
|US20100196096 *||Feb 2, 2010||Aug 5, 2010||Somero Enterprises, Inc.||Apparatus and method for improving the control of a concrete screeding machine|
|US20100296867 *||Mar 15, 2010||Nov 25, 2010||Joseph Voegele Ag||Road finisher|
|US20110064518 *||Nov 22, 2010||Mar 17, 2011||Somero Enterprises, Inc.||Wheeled concrete screeding device|
|US20110085859 *||Apr 14, 2011||Jerald Wayne Yost||Gyro compensated inclinometer for cross slope control of concrete screed|
|USRE39834||May 6, 2003||Sep 11, 2007||Michigan Technological University||Apparatus and method for three-dimensional contouring|
|DE3909583A1 *||Mar 23, 1989||Oct 18, 1990||Abg Werke Gmbh||Strassenfertiger|
|EP0186780A1 *||Nov 25, 1985||Jul 9, 1986||Dynapac Aktiebolag||Device for spreading bituminous binder|
|EP0541417A1 *||Oct 22, 1992||May 12, 1993||Laserdot||Guided device controlled by laser beam for a civil-engineering machine|
|EP1188862A2 *||Jul 31, 2001||Mar 20, 2002||Miller Spreader Company||Curb forming apparatus|
|WO1989006589A1 *||Jan 13, 1989||Jul 27, 1989||Milton Peter Browne||Surface levelling device and method|
|U.S. Classification||404/84.5, 172/4.5|
|International Classification||E01C19/00, E01C19/48, E02F3/84|
|Cooperative Classification||E02F3/847, E01C19/4873, E01C19/006, E01C19/008|
|European Classification||E01C19/00C3, E02F3/84B4, E01C19/00C2, E01C19/48D3|
|Jul 11, 1984||AS||Assignment|
Owner name: SPECTRA-PHYSICS, INC., A CA CORP.
Free format text: MERGER;ASSIGNORS:LASERPLANE CORPORATION, AN OH CORP. MERGED INTO;SPO, INC., AN OH CORP. MERGED INTO;REEL/FRAME:004289/0229
Effective date: 19820927
Owner name: SPECTRA-PHYSICS, INC.
Free format text: MERGER;ASSIGNORS:LASERPLANE CORPORATION, AN OH CORP. MERGED INTO;SPO, INC., AN OH CORP. MERGED INTO;REEL/FRAME:004289/0229
Effective date: 19820927
|Jan 25, 1988||AS||Assignment|
Owner name: SPECTRA-PHYSICS, INC., (A CORP. OF DE)
Free format text: CHANGE OF NAME;ASSIGNOR:SPECTRA-PHYSICS (DELAWARE), INC., A CORP. OF DE (CHANGED TO);REEL/FRAME:004854/0646
Effective date: 19870213
Owner name: SPECTRA-PHYSICS (DELAWARE) INC. A CORP. OF DE
Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:SPECTRA-PHYSICS, INC., (A CA CORP.) (MERGED INTO);REEL/FRAME:004854/0640
Effective date: 19870128
Owner name: SPECTRA-PHYSICS, INC.,
Free format text: MERGER;ASSIGNOR:SPECTRA-PHYSICS, INC., (A DE. CORP.) MERGED INTO) SUNSHINE ACQUISITION CORP. (DELAWARE) (A DE. CORP.) (CHANGED TO);REEL/FRAME:004854/0651
Effective date: 19870805
|Apr 18, 1991||AS||Assignment|
Owner name: SPECTRA-PHYSICS LASERPLANE, INC., 5475 KELLENBURGE
Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:SPECTRA-PHYSICS, INC., A CORP. OF DE;REEL/FRAME:005668/0660
Effective date: 19910409